HomeMy WebLinkAboutMiscellaneous - 303 BERRY STREET 1/4/2016 Commonwealth of Massachusetts Map-Block-Lot
108.CO063
BOARD OF HEALTH -----------------------
Permit No
North Andover BHP-2013-0999
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FEE
$250.00
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DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Arco-Excavatorsjn-c------------------------------------------------------------------------------
to(Repair)an Individual Sewage Disposal System.
at No 303 BERRY STREET
- ------------------------------------------------ --------------------------------------------------------------------
as shown on the application for Disposal Works Construction Permit No. BEP-2013-099 Dated October 28,2013
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-Issued ssued On:--Oct-28-2013- - -------------------------------------------------- BOARD OF HEALTH
Application for Septic Disposal System
TODAY'S DATE
s Construction Permit — TOWN OF
ORTH ANDOVER, MA 01845 $2SO.0O-Full Repair
$12S.0O 'Component
SAC USN
Important: Application is hereby made for a permit to:
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computer,use Repair nr replace on existing on-site eevvoQedisposal system*on|ymom key
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use the return |
A. Facility Information
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2.-*TYPE :
El �*—'u copy ' m|ecthno| permit to application***
[] Conventional System (pipe and stone system)
ro�-fi|tratororB|mdiffusmr(Greve|-Leao)yNtaohacopyofyuuroedi#uation0oinstaUMhietypoo[oystom.
F1 Pressure Distribution S.A.S. (No D-Box) (Attach Draft Maintenance Agreement)
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3. Owner Information
Name r
Address(if different from above)
|
City/Town State Zip Code �
Teleph)ne Number
|
Name Name of Company
Address
_ Installer Information
`
cKy/Tvwn State Zip Code
Telephone Number(Cell Phone#ff possible please)
4. Designer Information
Name Name of Company
Addr
City/Town State Zip Code
Application for Disposal System Construction Permit^Page 1nfz
0* oRrs4
Application for Septic Disposal System
TODAY'S DATE
40' Construction Permit - TOWN OF
$ 250.00-Full Repair
ORTH ANDOVER, MA 01845 $125.00-Component
PAGE 2 OF 2
A. Facility Information continued....
5. Type of Building: Residential Dwelling or❑Commercial
B. Agreement
The undersigned agrees to ensure the construction and maintenance of the afore-described
on-site sewage disposal system in accordance with the provisions of Title 5 of the
Environmental Code,as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to place the system in operation until a Certificate of Compliance has
been issued by this Board of Health.
Z4
Name Date
Application Approved By: (Board of Health Representative)
Name Date
Application Disapproved for the following reasons:
For Office Use Only:
L Fee Attached? Yes No
2. Project Manager Obligation Form Attached? Yes No
3. Pump System? If so,Attach copy ofElectrical Permit Yes No
4. Foundation As-Built?(new construction ronly): Yes No
(Same scale as approved plan)
9. Floor Plans?(new construction only): Yes No
Application for Disposal System Construction Permit•Page 2 of 2
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Sawyer, Susan
J
From: Jack Sullivan <jacksullS3 @comcast.net>
Sent: Monday, October 28, 2013 12:17 PM
To: Sawyer, Susan
Cc: Grant, Michele;Arco (arcoex @comcast.net)
Subject: Re: 303 Berry Street, NA-Additonal building sewer to Septic Tank
Attachments: 303Berry_NewSewerLine.pdf
Susan & others,
The owner of 303 Berry Street is looking to run the sewer service from the recently constructed
addition on the OUTSIDE of the foundation to the proposed septic system. Originally the sewer
service for the addition was going to be tied into the existing building sewer...but due to a finished
basement this would be problematic.
Attached is a red line portion of the plan showing how the proposed sewer line from addition will run
to the proposed septic tank. Invert elevations are shown, pipe type, length, slope are shown. I also
turned the proposed septic tank 90 degrees to better receive the 2 building sewers now coming into
the tank.
I will reflect these changes on the as-built plan as well. ALL other aspects of the approved septic plan
have not changed.
Jack Sullivan
978-352-7871
Please note the Massachusetts Secretary of State's office has determined that most em more
ails to and from municipal offices and officials are public records.For
information please refer to:http://www,sec,state.ma.us/p e/ reidx.htm.
Please consider the environment before printing this email.
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Sawyer, Susan
From: Jack Sullivan <jacksu1153 @comcast.net>
Sent: Thursday, October 31, 2013 9:00 AM j
To: Sawyer, Susan
3
Cc: Grant, Michele;Arco (arcoex @comcast.net)
Subject: Re: 303 Berry Street, NA
Hi Susan + Michelle,
On my design plan I had left 6" of spacing between infiltrator units which was not needed (I leave 6"
of spacing when I design drainage fields). I corrected this when I laid the field out for Arco. I know
someone just did the bottom of bed inspection and Tom called saying you may have a question on
the spacing. Hope that explains the difference. Since this site is so tight with setbacks to the well,
wetlands, and property line the elimination of the 6" spacing between units helped out. I will reflect
this change on the As—Built plan.
Thanks.
Jack Sullivan
978-352-7871
From: "Jack Sullivan" <iacksu1153 comcast.net>
To: "Susan Sawyer" <ssawyeratownofnorthandover.com>
Cc: "Michele Grant" <m rant(`atownofnorthandover.com>, "Arco ( rcoexCa,com cast.net)"
<arcoex(a@comcast.net>
Sent: Monday, October 28, 2013 12:17:20 PM
Subject: Re: 303 Berry Street, NA -Additonal building sewer to Septic Tank
Susan & others,
The owner of 303 Berry Street is looking to run the sewer service from the recently constructed
addition on the OUTSIDE of the foundation to the proposed septic system. Originally the sewer
service for the addition was going to be tied into the existing building sewer...but due to a finished
basement this would be problematic.
Attached is a red line portion of the plan showing how the proposed sewer line from addition will run
to the proposed septic tank. Invert elevations are shown, pipe type, length, slope are shown. I also
turned the proposed septic tank 90 degrees to better receive the 2 building sewers now coming into
the tank.
will reflect these changes on the as-built plan as well. ALL other aspects of the approved septic plan
have not changed.
Jack Sullivan
978-352-7871
i
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PUMPED OF CONTENTS
AND DECOMMISSIONED IN
ACCORDANCE WITH TITLE 5
REGULATIONS
DATE APPROXIMATE LOCATION OF EX. SEPTIC
LEACHING PITS (3 TOTAL). CONTRACTOR
TO REMOVE ANY ENCOUNTERED PITS
TO THE LIMIT OF THE 5 FOOT OVERDIG
AND FILL VOID WITH TITLE 5 SAND
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North Andover Health Department
(ommunity Development Division
August 5, 2013
John Sullivan, P.E.
22 Mount Vernon Road
Boxford, MA 01921
Re: Subsurface Sewage Disposal System Plan for 303 Berry Street (Map 38,Lot 34)
Dear Mr. Sullivan:
The proposed wastewater system design plan for the above site dated July 22, 2013 and received
on July 25, 2013 has been reviewed. Unfortunately, the plan cannot be approved until the
following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North
Andover regulation that is not met by this design follows each item where applicable.
'�°' 1 do. A scaled profile of the system is required (NA 3.2).
On Sheet 1 of 2, please depict the location of the percolation test (3 10 CMR
15.220(4)(1))
P,--"3-
, 3• On Sheet 1 of 2,please depict the location of the water line (3 10 CMR 15.220(4)(m)).
On Sheet 2 of 2, please depict the required depths of the inlet and outlet tees in the septic
V--5.�' tank (3 10 CMR 15.227(6)).
It appears an effluent filter is being proposed according to note#18 under General Notes.
Please indicate the DEP approved brand and model. A manhole cover to finish grade will
Itlso be required above the outlet with an effluent filter(3 10 CMR 15.227(7)).
appears the bottom of the septic tank elevation (92.58) is below the ESHWT of 90.93.
lease provide buoyancy calculations (3 10 CMR 15.221(8)).
7. Please provide a note that the septic tank shall be watertight(3 10 CMR 15.221(1)).
!�Please provide a note that the outlet pipes of the distribution box shall be laid level for the
first 2 feet (3 10 CMR 15.232(3)(c)).
There should be a minimum of 9 inches of cover material above the top of the
distribution box. There appears to be approximately 5 inches based on a proposed spot
elevation of 96.7 and a top of distribution box elevation of 96.28. If the distribution box
will have a greater than 9 inches of cover material please provide a riser in accordance
with(3 10 CMR 15.232(3)(0).
Page 1 of 3
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
10. A percolation rate of 16 mins/inch should be used for the design calculations instead of
15 mins/inch. The percolation test had a recorded time of 46 minutes for the water level
to drop from 9 inches to 6 inches. A copy of the Board of Health representative's field r
notes are included for reference. Based on a percolation rate of 16 mins/inch the loading
rate should be 0.53 gpd/sf instead of 0.56 gpd/sf. Please modify the design plan
ordingly.
On Sheet 1 of 2, the proposed grading is within 5 feet of the property line therefore a
,- ' swale should be proposed (310 CMR 15.255(2)).
12. On Sheet 1 of 2, the proposed grading between the 98 and 100 contour is not a 3:1 slope.
3. On Sheet 2 of 2,please indicate the depth and layers of removal below the proposed
leach field.
14. Please reference the appropriate document that specifies the allowance of crushed stone
between the Infiltrator Chambers.
15. Since the Infiltrator Chamber system is proposed as an alternative soil absorption system
the "Standard Conditions for Alternative Soil Absorption Systems with General Use
Certification and/or Approved for Remedial Use"will apply. Please provide the l
following as required by the approval conditions Section II(18):
- proof that the Designer has satisfactorily completed any required training by
the Company for the design and installation of the Technology;
- certification by the Designer that the design conforms to the Approval, any
Company Design Guidance, and 310 CMR 15.000; and
- a certification, signed by the Owner of record for the property to be served by
the Technology, stating that the property Owner:
1. has been provided a copy of the Title 5 EA technology Approval,
the Owner's Manual, and the Operation and Maintenance Manual,
and the Owner agrees to comply with all terms and conditions,
2. for Systems installed under a Remedial Use Approval, the owner
agrees to fidfdl his responsibilities to provide a Deed Notice as
required by 310 CMR 15.287(10) and the Approval;
3. for Systems installed under a Remedial Use Approval, the owner
agrees to fulfill his responsibilities to provide written notification
of the Approval to any new Owner, as required by 310 CMR
15.287(5);
4. if the design does not provide for the use of garbage grinders, the
restriction is understood and accepted; and
5. whether or not covered by a warranty, the System Owner
understands the requirement to repair, replace, modify or take any
other action cis required by the Department or the LAA, if the
Department or the LAA determines the System to be failing to
protect public health and safety and the environment, as defined in
310 CMR 15.303,
Page 2 of 3
North Andover 1-Iealt1i Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
16. A deed notice will need to be recorded prior to construction in accordance with Section
IV of"Standard Conditions for Alternative Soil Absorption Systems with General Use
Certification and/or Approved for Remedial Use".
17. In accordance with Section 11(7) of"Standard Conditions for Alternative Soil Absorption
Systems with General Use Certification and/or Approved for Remedial Use",please
provide a best feasible upgrade plan.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a wastewater treatment and dispersal system which will be in
compliance with all regulations and assure protection of public health and the environment of
North Andover.
,S,mcerel
Susan Y. S er HS/RS
Public Health Director
Page 3 of 3
North Andover tlealth Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
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